Plan Review Details - Permit 11120126
Plan Review Stops For Permit 11120126
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2011-12-21 Cont ID  
Sent By jwitmer Date 2011-12-21 Time 10:50 Rev Time 1.30
Received By jwitmer Date 2011-12-20 Time 16:36 Sent To  
Notes
2011-12-21 10:53:54BUILDING PLAN REVIEW
 PERMIT: 11120126
 ADD: 2400 N FLAGLER DR
 CONT: TO BE DETERMINED
 SUZANNE HALVERSON
 TEL: (561)494-1075
  
 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 2007 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 ACTION: DENIED
  
 1) A SURVEEY OR SITE PLAN SHOWING THE LOCATION OF THE
 PROJECT ON THE PROPERTY WILL BE REQUIRED.
  
 2) PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
  
 3) PLEASE NOTE THIS PROJECT IS LOCATED IN A FLOOD ZONE.
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A-5" FLOOD
 ZONE FINISH FLOOR ELEVATION SHALL BE 7.5' NGVD OR,
 TOGETHER WITH ATTENDANT UTILITY AND SANITARY
 FACILITIES, BE FLOODPROOFED SO THAT BELOW SIX INCHES
 ABOVE THE FLOOD BASE LEVEL THE STRUCTURE IS WATERTIGHT,
 WITH WALLS SUBSTANTIALLY IMPERMEABLE TO THE PASSAGE OF
 WATER AND WITH STRUCTURAL COMPONENTS HAVING THE
 CAPABILITY OF RESISTING HYDROSTATIC AND HYDRODYNAMIC
 LOADS AND EFFECTS OF BUOYANCY. A REGISTERED
 PROFESSIONAL ENGINEER OR ARCHITECT SHALL CERTIFY THAT
 THE STANDARDS OF THIS SUBSECTION ARE SATISFIED. SUCH
 CERTIFICATION SHALL BE PROVIDED TO THE CITY ENGINEER. A
 FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
  
 94-546(B)(2)(2) NONRESIDENTIAL CONSTRUCTION. ALL NEW
 CONSTRUCTION OR SUBSTANTIAL IMPROVEMENT OF ANY
 COMMERCIAL, INDUSTRIAL OR OTHER NONRESIDENTIAL
 STRUCTURE SHALL EITHER HAVE THE LOWEST FLOOR, INCLUDING
 BASEMENT, ELEVATED TO THE LEVEL OF SIX INCHES ABOVE THE
 BASE FLOOD ELEVATION OR, TOGETHER WITH ATTENDANT
 UTILITY AND SANITARY FACILITIES, BE FLOODPROOFED SO
 THAT BELOW SIX INCHES ABOVE THE FLOOD BASE LEVEL THE
 STRUCTURE IS WATERTIGHT, WITH WALLS SUBSTANTIALLY
 IMPERMEABLE TO THE PASSAGE OF WATER AND WITH STRUCTURAL
 COMPONENTS HAVING THE CAPABILITY OF RESISTING
 HYDROSTATIC AND HYDRODYNAMIC LOADS AND EFFECTS OF
 BUOYANCY. A REGISTERED PROFESSIONAL ENGINEER OR
 ARCHITECT SHALL CERTIFY THAT THE STANDARDS OF THIS
 SUBSECTION ARE SATISFIED. SUCH CERTIFICATION SHALL BE
 PROVIDED TO THE CITY ENGINEER
  
 94-611 SUBSTANTIAL IMPROVEMENT MEANS ANY COMBINATION OF
 REPAIRS, RECONSTRUCTION, ALTERATION, OR IMPROVEMENTS TO
 A STRUCTURE, TAKING PLACE DURING THE LIFE OF A
 STRUCTURE, IN WHICH THE CUMULATIVE COST EQUALS OR
 EXCEEDS 50 PERCENT OF THE MARKET VALUE OF THE
 STRUCTURE. THE MARKET VALUE OF THE STRUCTURE SHOULD BE
 THE APPRAISED VALUE OF THE STRUCTURE PRIOR TO THE START
 OF THE INITIAL REPAIR OR IMPROVEMENT, OR IN THE CASE OF
 DAMAGE, THE VALUE OF THE STRUCTURE PRIOR TO THE DAMAGE
 OCCURRING. FOR THE
 PURPOSES OF THIS DEFINITION, "SUBSTANTIAL IMPROVEMENT"
 IS CONSIDERED TO OCCUR WHEN THE FIRST ALTERATION OF ANY
 WALL, CEILING, FLOOR, OR OTHER STRUCTURAL PART OF THE
 BUILDING COMMENCES, WHETHER OR NOT THAT ALTERATION
 AFFECTS THE EXTERNAL DIMENSIONS OF THE STRUCTURE. THE
 TERM "SUBSTANTIAL IMPROVEMENT" DOES NOT, HOWEVER,
 INCLUDE ANY IMPROVEMENT OF A STRUCTURE TO COMPLY WITH
 EXISTING HEALTH, SANITARY, OR SAFETY CODES WHICH ARE
 SOLELY NECESSARY TO ENSURE SAFE LIVING CONDITIONS.
  
 PLEASE REVIEW SHEET C-1 AND THE FLOOR ELEVATION OF THE
 EXISTING LIFT STATION AND THE LISTED REQUIREMENTS FOR
 SUBSTANTIAL IMPROVEMENT, INDICATE HOW THE STRUCTURE
 WILL COME INTO COMPLIANCE BY EITHER FLOOD PROOFING OR
 CHANGING THE FINISH FLOOR ELEVATION. THIS WILL ALSO BE
 REQUIRED FOR THE GENERATOR PAD FOUND ON SHEET C-2.
  
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 MARCH 31, 2012.
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE MARCH 16, 2009, THROUGH MARCH 31, 2012.
 THE NEW EC WILL BE PHASED IN ON A VOLUNTARY BASIS UNTIL
 MARCH 31, 2010. ALTHOUGH THE OLD VERSION OF THE FORM IS
 NO LONGER AVAILABLE FOR DISTRIBUTION, EXISTING COPIES
 MAY BE USED UNTIL MARCH 31, 2010. ELEVATIONS CERTIFIED
 ON OR AFTER APRIL 1, 2010, MUST BE SUBMITTED ON THE NEW
 FORM.
  
 ADDITIONAL INFORMATION ON THE DIFFERENCES, THE NEW
 FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 4) 1802.2.1. QUESTIONABLE SOILS- SHEET S1 INDICATES A
 SOILS REPORT BE PREFORMED.
  
 5) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 6)FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (C) WALL LOUVERS AND FANS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 7) SHEET S1 PROVIDES THE WIND DESIGN CRITERIA BUT NOT
 THE PRESSURES FOR ZONES 1,2,3 (ROOF ZONES) NOR (WALL
 ZONES) 4 &5.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2012-01-17 Cont ID  
Sent By rlecky Date 2012-01-09 Time 11:55 Rev Time 0.00
Received By rlecky Date 2012-01-09 Time 11:43 Sent To  
Notes
2012-01-09 12:49:0311120126
 2400 NORTH FLAGLER DRIVE
 WPB LIFT STATION
  
  
 PROVIDE A LABELING SCHEDULE FOR THE SAFETY SIGNAGE
 REQUIRED FOR THE ELECTRICAL EQUIPMENT AND ELECTRICAL
 ROOMS. NEC 110.22, 110.16, 701.9
  
 NEW ELECTRICAL EQUIPMENT MUST BE ABOVE THE FEMA 100
 YEAR FLOOD ELEVATION.
  
 DRAWING SCALE IS NOT ACCURATE.
  
 ROBERT LECKY
 COMMERCIAL COMBINATION PLANS EXAMINER
 [email protected]
 561-805-6718
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2012-01-23 Cont ID  
Sent By   Date 2012-01-23 Time   Rev Time 1.00
Received By   Date 2012-01-23 Time   Sent To  
Notes
2012-01-23 18:11:20PLAN IS ACCEPTABLE WITH PROVISOS:
  
 #1 SHEET E1 IDENTIFIES FPL WORK IN PROXIMITY TO ROW.
 AREA WHERE CONDUITS RUN ALONG FLAGLER
 HAS WATER SERVICES SERVING PARK. ATLEAST TWO CONFLICTS
 WILL BE ENCOUNTERED.
 CALL 811 BEFORE DIGGING AS THIS PLAN DOES NOT NOTE TO
 CALL 811 LOCATES.
  
 #2 CONTRACTOR SHALL OBTAIN ROW PERMIT WITH CITY OF WPB
 SO THAT ROW IN THE VICINITY OF
 THE CONDUIT BE SUPERVISED AS TO ROW ELEMENTS.
  
 #3 SHEET E-15 IDENTIFIES FPL WORK IN PROXIMITY TO ROW.
 CONTRACTOR SHALL OBTAIN ROW PERMIT WITH CITY OF WPB SO
 THAT ROW IN THE VICINITY OF
 THE CONDUIT BE SUPERVISED AS TO ROW ELEMENTS.
  
 MANUEL JULIAN GONZALEZ
 DSD ENGINEERING REVIEW
 401 CLEMATIS STREET,
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2011-12-16 Cont ID  
Sent By wjolin Date 2011-12-16 Time 10:30 Rev Time 0.00
Received By wjolin Date 2011-12-16 Time 10:11 Sent To  
Notes
2011-12-16 10:30:282400 NORTH FLAGLER DRIVE
 PERMIT #11120126
 REVIEW COMMENTS - FIRE DEPARTMENT
 95% SUBMITTAL
  
 PROVIDE SEPARATE PLANS AND PERMIT FOR 1800 GALLON FUEL
 TANK.
  
 WESLEY JOLIN
 WEST PALM BEACH FIRE RESCUE
 FIRE & LIFE SAFETY PLAN REVIEW
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-01-31 Cont ID  
Sent By shill Date 2012-01-31 Time 12:32 Rev Time 0.00
Received By shill Date 2011-12-06 Time 10:41 Sent To  
Notes
2011-12-07 10:55:46C2
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2012-01-03 Cont ID  
Sent By hmoser Date 2012-01-03 Time 15:04 Rev Time 0.00
Received By hmoser Date 2012-01-03 Time 14:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status N Date 2011-12-15 Cont ID  
Sent By lwagner Date 2011-12-15 Time 14:30 Rev Time 0.00
Received By lwagner Date 2011-12-15 Time 14:16 Sent To  
Notes
2011-12-15 14:32:04NO PLUMBING ON DRAWINGS AT THIS TIME.
 SEPARATE APPLICATION, DRAWING, FEES, AND PERMIT
 REQUIRED FOR IRRIGATION.
Review Stop Z ZONING
Rev No 1 Status F Date 2011-12-29 Cont ID  
Sent By jroach Date 2011-12-29 Time 14:20 Rev Time 0.00
Received By jroach Date 2011-12-21 Time 16:45 Sent To  
Notes
2011-12-29 14:20:38ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 12.29.2011
 PERMIT NO.: 11120126
 ADDRESS: 2400 NORTH FLAGLER DRIVE
 CONTRACTOR/CONTACT: SUZANNE HALVERSON
 TELEPHONE NO.: 561.494.1075
 SCOPE OF REVIEW: MODIFICATION OF EXISTING LIFT STATION,
 INCLUDING A BUILDING ADDITION FOR THE ELECTRICAL ROOM
 WITH HVAC, REPLACEMENT OF PUMPS AND PIPING, REPLACEMENT
 OF ELECTRICAL SERVICE, TELEMETRY, AND LANDSCAPING &
 IRRIGATION.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. AN EIGHT (8) FOOT HIGH WALL OR OPAQUE FENCE SHALL BE
 INSTALLED TO SCREEN THE GENERATOR, ETC. THE ENCLOSURE
 SHALL BE LANDSCAPED ON ALL SIDES. IF THE EXISTING CHAIN
 LINK FENCE IS PROPOSED TO REMAIN AS-IS, THEN THE
 LANDSCAPE MATERIAL SURROUNDING THE FENCE SHALL EXTEND
 THE HEIGHT OF THE FENCE (AT INSTALLATION) AND CREATE A
 SOLID ENCLOSURE, SUCH AS PODOCARPUS AT 6 FEET IN
 HEIGHT.
  
 2. ALL LANDSCAPING SHALL BE PROTECTED FROM ADJACENT
 VEHICULAR USE AREAS USING A TYPE-D CURB. THE PROPOSED
 LANDSCAPING AROUND THE CHAIN-LINK FENCE IS NOT
 PROTECTED FROM THE ADJACENT VEHICULAR TRAFFIC.
  
 3. THAT AREA OF ASPHALT SOUTHEAST OF THE GENERATOR
 SHOULD BE REMOVED AND THE LANDSCAPING SHOULD BE
 EXTENDED TO THE FENCE. THIS SECTION OF FENCE SHALL BE
 COMPLETELY SCREENED (SEE PREVIOUS COMMENTS). IT WAS
 CONSIDERED AT ONE TIME THAT THIS AREA WAS GOING TO BE
 USED AS A DUMPSTER ENCLOSURE. ALL DUMPSTERS SHALL BE
 ENCLOSED WITH A SOLID OPAQUE FENCE AND LANDSCAPING
 PLANTED AT 2-FOOT INTERVALS.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, SENIOR PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3366
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.CITYOFWPB.COM
  


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